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	Port Canaveral Cruise Terminal 3 Wharf Design and Construction
	Ledford, Gary D.; Crowe, Bill; Fenical, Scott; Kumar, Prem; Maldonado, Desiderio M.; Yang, Songtao
通讯作者	Ledford, GD (corresponding author), Jacobs, 445 Challenger Rd,Suite 130, Cape Canaveral, FL 32920 USA.
会议名称	15th Triennial International Conference on Ports - Connect Innovate Transform
会议日期	SEP 15-18, 2019
会议地点	Pittsburgh, PA
英文摘要	The Canaveral Port Authority is constructing the rebuild of Cruise Terminal 3 (CT3) Berth to accommodate the increasing size of ultra-large cruise vessels. The original CT3 was constructed in 1983 where the design vessel had a length overall (LOA) of 198 m (650 feet). The design vessel for the rebuild project has a LOA of 400 m (1,312 feet) which is the estimated length of the planned stretched Oasis Class. The original CT3 berth was an open pile wharf with a shallow bulkhead wall. The prestressed concrete deck was designed for only 250 PSF (1,221 kgs/m(2)), as mobile passenger gangways had yet to be developed. Consequently, for today's cruise terminals the open pile wharf was functionally obsolete and would need to be transformed into a more robust wharf that could handle the larger vessels and the heavy wheel loads from mobile passenger gangways. This paper will focus on the the design vessel loading on the wharf from berthing, mooring, and passing ship effects; how the mobile passenger gangway geometry and its connection between the vessel and the terminal must be considered early in the design; operations unique to cruise vessels that must be accommodated on the wharf apron and how this influences the layout and the positioning of the mooring fixtures; the wharf design option that used an open pile wharf with an intermediate depth bulkhead wall, and why the deep combi-wall bulkhead with pipe pile A-frame tie-back system was selected; and geotechnical challenges that required innovations such as the use of light weight fill to reduce wall loads and the need to use articulated tie-back rods to accommodate long term settlement. And finally, this paper will describe some of the challenges faced during the construction to date of the berth that was performed on a site that required extensive marine and landside demolition activities, and was shared with the simultaneous construction of the terminal building and other upland facilities.
来源出版物	PORTS 2019: PORT PLANNING AND DEVELOPMENT
出版年	2019
页码	574-585
ISBN	978-0-7844-8262-9
出版者	AMER SOC CIVIL ENGINEERS
类型	Proceedings Paper
语种	英语
收录类别	CPCI-S
WOS记录号	WOS:000566253600055
WOS类目	Engineering, Environmental ; Engineering, Civil ; Engineering, Geological ; Water Resources
WOS研究方向	Engineering ; Water Resources
资源类型	会议论文
条目标识符	http://119.78.100.177/qdio/handle/2XILL650/370005
作者单位	[Ledford, Gary D.] Jacobs, 445 Challenger Rd,Suite 130, Cape Canaveral, FL 32920 USA; [Crowe, Bill] Canaveral Port Author, Facil Construct & Engn, 445 Challenger Rd,Suite 301, Cape Canaveral, FL 32920 USA; [Fenical, Scott] Mott MacDonald, 155 Montgomery St,Suite 1400, San Francisco, CA 94104 USA; [Kumar, Prem; Yang, Songtao] Jacobs, 500 7th Ave,17th Floor, New York, NY 10018 USA; [Maldonado, Desiderio M.] Atkins, Port & Coastal Engn Practice, 7175 Murrell Rd, Melbourne, FL 32940 USA
推荐引用方式 GB/T 7714	Ledford, Gary D.,Crowe, Bill,Fenical, Scott,et al. Port Canaveral Cruise Terminal 3 Wharf Design and Construction[C]:AMER SOC CIVIL ENGINEERS,2019:574-585.